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VICINITY MAP
NORTH
PROJECT NO:
C&H ENGINEERING AND SURVEYING, INC
BOZEMAN, MT 59718
1091 STONERIDGE DRIVE
BOZEMAN, MONTANA
PREPARED FOR:
SOUTH 19TH AVENUE & LINCOLN STREET
NEW PEDESTRIAN HYBRID BEACONS (HAWK)
CATCH CURB
SPILL CURB
TRANSITION FROM CATCH
TAPER CURB HEAD 3'
TO SPILL CURB
GRADING PLAN
ELECTRIC JUNCTION BOX
EXISTING STORM DRAIN MANHOLE
EXISTING CATCH BASIN
SIGN
POWER POLE
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
BOLLARD
BUSH
EXISTING CURB STOP
FIRE DEPT. CONNECTION
FIBER OPTIC PEDESTAL
GAS METER
GAS MANHOLE
GAS VALVE
GUYWIRE
IRRIGATION VALVE
IRRIGATION BOX
LIGHT POLE
POWER METER
POWER MANHOLE
ELECTRIC PEDESTAL
ROOF DRAIN
SIGNAL POLE
EXISTING SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN OUT
TELEPHONE BOX
TELEPHONE MANHOLE
TELEPHONE PEDESTAL
TRANSFORMER
CONIFEROUS TREE
DECIDUOUS TREE
COMMUNICATIONS MANHOLE
COMMUNICATIONS PEDESTAL
WELL
YARD HYDRANT
DEMO AREA
EW = FINISHED GRADE AT EDGE OF WALK
TC = FINISHED GRADE AT TOP BACK OF CURB
BC = FINISHED GRADE AT BUILDING CORNER
TW = FINISHED GRADE AT TOP OF WALL
AC = FINISHED GRADE AT ASPHALT
EA = FINISHED GRADE AT EDGE OF ASPHALT
EC = FINISHED GRADE AT EDGE OF CONCRETE
SDI = STORM DRAIN INLET
SDMH = STORM DRAIN MANHOLE
FL = FINISHED GRADE AT FLOWLINE
FG = FINISHED GRADE
EX = APPROXIMATE EXISTING ELEVATION
POC = POINT ON CURVE
EXISTING WATER REDUCER
GAS WELL
FOUND CORNER MONUMENT AS NOTED
SET CORNER MONUMENT, REBAR WITH CAP
BENCHMARK
SECTION QUARTER CORNER
SECTION CORNER
WTR = WATER
PI = POINT OF INTERSECTION
PRC = POINT OF REVERSE CURVE
RT = RIGHT
LT = LEFT
SS = SANITARY SEWER
PT = POINT OF TANGENCY
SD = STORM DRAIN
GV = GATE VALVE
BFV = BUTTERFLY VALVE
RED = REDUCER
LF = LINEAL FOOT
FT = FEET
SSMH = SANITARY SEWER MANHOLE
BVC = BEGIN VERTICAL CURVE
CS = CURB STOP
EVC = END VERTICAL CURVE
PVI = POINT OF VERTICAL INTERSECTION
LINETYPES ABBREVIATIONS
SYMBOLS
PROPOSED CATCH BASIN
PROPOSED WATER REDUCER
PROPOSED WATER VALVE
PROPOSED FIRE HYDRANT
PROPOSED CURB STOP
PROPOSED SANITARY SEWER MANHOLE
PROPOSED STORM DRAIN MANHOLE
KEYNOTE CALL OUT
(SEE KEYNOTE LEGEND)
SRVC = SERVICE
(TYP.) = TYPICAL
PC = POINT OF CURVATURE
EXISTING MONUMENT BOX
PROPOSED MONUMENT BOX
GR = EXISTING GRADE AT GROUND
BRK = GRADE BREAK
FIBER OPTIC
GAS PIPELINE
OIL PIPELINE
UNDERGROUND POWER
SANITARY SEWER
STORM DRAIN
TELEPHONE
TELEVISION/CABLE
WATER
CONTOUR
OVERHEAD POWER
FENCE - VINYL
FENCE - BARBWIRE
FENCE - WOOD
CURB AND GUTTER
EDGE OF ASPHALT
EDGE OF GRAVEL
FENCE - CHAINLINK/
WOVEN WIRE
EXISTING PROPOSED
HP = HIGH POINT
AND ADA ACCOMODATIONS
19086 FOR CONSTRUCTION
SITE
SHEET TITLE
C1.1 COVER SHEET
C2.1 OVERALL SITE LAYOUT
E1.1 SIGNAL PLAN
E1.2 WIRING DIAGRAMS
E1.3 TRAFFIC SIGNAL DETAILS
E1.4 TRAFFIC SIGNAL DETAILS
E1.5 TRAFFIC SIGNAL DETAILS
S1.1 SIGNAGE AND STRIPING PLAN
106 East Babcock Bozeman, Montana 59715 406.522.9876 sandersonstewart.com
P:\19086_19th_Lincoln_Pedestrian_Crossing\CADD_C3D\PRODUCTION_DWG\19086_COVER.dwg, COVER, 9/28/2020 3:31:26 PM, nleone, 1:1AS-BUILT
07/19/2022
0 10
SCALE: 1" = 10'
20510
FOR CONSTRUCTIONNORTH
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 6TH EDITION, APRIL, 2010, AND THE CITY OF
BOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31, 2011, WITH ADDENDUM.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONAND ADA ACCOMODATIONSOVERALL SITE LAYOUTSOUTH 19TH AVENUE & LINCOLN STREETNEW PEDESTRIAN HYBRID BEACONS (HAWK)BOZEMAN, MONTANAC2.1 JHS19086_SITE_PROD.DWGCMK01/22/20PRELIMINARY REVIEW09/21/2009/28/20----FINAL REVIEWFOR CONSTRUCTION------19086P:\19086_19th_Lincoln_Pedestrian_Crossing\CADD_C3D\PRODUCTION_DWG\19086_SITE_PROD.dwg, SITE, 9/28/2020 3:31:57 PM, nleone, 1:1AS-BUILT
07/19/2022
1
2 3
4
56
7
0 10
SCALE: 0.100002
20510 FOR CONSTRUCTIONNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONAND ADA ACCOMODATIONSSIGNAL PLANSOUTH 19TH AVENUE & LINCOLN STREETNEW PEDESTRIAN HYBRID BEACONS (HAWK)BOZEMAN, MONTANAE1.1 JHS19086_ELEC_PROD.DWGCMK01/22/20PRELIMINARY REVIEW09/21/2009/28/20----FINAL REVIEWFOR CONSTRUCTION------19086PB1
PB2
1.) SEE DETAIL SHEETS
2
1
Dia.Depth
TRAFFIC SIGNAL POLE SCHEDULE
30'~2A By Engineer
2A ~40'By Engineer ~~
519493.50
2.) INSTALL 5c NO. 14 CABLE IN SIGNAL MAST ARMS
1569040.32 1 3'
3'
12
12
~~FIXED BASE
FIXED BASE1519486.34 1569125.64
NEW TYPE 2 PULL BOX (PB2-PB3)616783007
617693905
616343920
617033314
617333105
SIG STANDARD TYPE 2-A-900-5
ELEC SERV ASSEMBLY
CONDUIT-PLASTIC 2 IN
CABLE- COPPER 5AWG14-600V
617033614
617000000
CABLE- COPPER 12AWG14-600V
FOUNDATION- CONCRETE
2
1
1
1
1
1
EACH
EACH
EACH
EACH
EACH
LNFT
LNFT
LNFT
EACH
CUYD
15
275
385
6.75
SYMBOL LEGEND
NEW SIGNAL POLE, BASE & MAST ARMS
SIGNAL POLE NUMBER
NEW CONDUIT & WIRE
PED. PUSH BUTTON (LEFT OR RIGHT ARROW)
NEW VEHICLE SIGNAL INDICATION
NEW TYPE 3 PULL BOX (PB1)
NEW TYPE 2 PULL BOX (PB2-PB3)
SERVICE CABINET
M METER (NOT A BID ITEM)
617033514 CABLE- COPPER 9AWG14-600V LNFT275
CONDUIT SCHEDULE
A
C
D
E
PVC
1 PVC2"
PVC
PVC
1
1
1
PUSH
PUSH
1TRENCH
3"
3"
3"
1
NUMBER OF NEW AWG
CONDUCTORS & WIRES
PB3
LED
WITH COUNTDOWN
SIGNAL INDICATIONS
2 REQUIRED
CONDUIT AND WIRE SCHEDULE
1 OF 2" PVC CONDUIT
3 OF AWG NO. 6 CONDUCTOR (CONTROLLER)
1 OF AWG NO. 10 CONDUCTOR (GROUND)
1 OF 3" PLASTIC CONDUIT
1 OF 5 AWG NO. 14 SIGNAL CABLE
1 OF 9 AWG NO. 14 SIGNAL CABLE
2 OF 12 AWG NO. 14 SIGNAL CABLE
1 OF AWG NO. 10 CONDUCTOR (GROUND)
1 OF 3" PLASTIC CONDUIT
1 OF 5 AWG NO. 14 SIGNAL CABLE
1 OF 12 AWG NO. 14 SIGNAL CABLE
1 OF AWG NO. 10 CONDUCTOR (GROUND)
1 OF 3" PLASTIC CONDUIT
1 OF 9 AWG NO. 14 SIGNAL CABLE
1 OF 12 AWG NO. 14 SIGNAL CABLE
1 OF AWG NO. 10 CONDUCTOR (GROUND)
12" LED12" LED
12" LED
112
1 11
111
PUSH
M
NOTE
NEW TYPE 3 PULL BOX (PB1)616783008
617693906 SIG STANDARD TYPE 2-A-900-6
617609040 CONTLR/TRAF-ACTUATOR
ITEM
ESTIMATE OF QUANTITY
ITEM NO.UNIT EST
QUANT
617123106 CONDUCTOR-COPPER AWG6-600V LNFT120
617123110 CONDUCTOR-COPPER AWG10-600V LNFT260
617503130 SIG-TRAF 2 COL-1 WAY 12-12-12 7 EACH
617503020 SIG-PEDESTRIAN TYPE 2 2 EACH
2 EACH617903260PUSH BUTTON-PEDESTRIAN- TACTILE
CONTROLLER CABINET W/ CONTROLLER
1
B 1 PVC3"1TRENCH112
1 OF 3" PVC CONDUIT
1 OF 5 AWG NO. 14 SIGNAL CABLE
1 OF 9 AWG NO. 14 SIGNAL CABLE
2 OF 12 AWG NO. 14 SIGNAL CABLE
3 OF AWG NO. 6 CONDUCTOR (CONTROLLER)
616343930 CONDUIT-PLASTIC 3 IN LNFT220
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07/19/2022
FOR CONSTRUCTIONFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONAND ADA ACCOMODATIONSWIRING DIAGRAMSSOUTH 19TH AVENUE & LINCOLN STREETNEW PEDESTRIAN HYBRID BEACONS (HAWK)BOZEMAN, MONTANAE1.2 JHS19086_ELEC_PROD.DWGCMK01/22/20PRELIMINARY REVIEW09/21/2009/28/20----FINAL REVIEWFOR CONSTRUCTION------19086WIRING DIAGRAMSIGNAL SERVICE CABINET WIRING DIAGRAM
P:\19086_19th_Lincoln_Pedestrian_Crossing\CADD_C3D\PRODUCTION_DWG\19086_ELEC_PROD.dwg, E2-WIRING DIAGRAMS, 9/28/2020 3:32:26 PM, nleone, 1:1AS-BUILT
07/19/2022
FOR CONSTRUCTIONFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONAND ADA ACCOMODATIONSTRAFFIC SIGNAL DETAILSSOUTH 19TH AVENUE & LINCOLN STREETNEW PEDESTRIAN HYBRID BEACONS (HAWK)BOZEMAN, MONTANAE1.3 JHS19086_ELEC_PROD.DWGCMK01/22/20PRELIMINARY REVIEW09/21/2009/28/20----FINAL REVIEWFOR CONSTRUCTION------19086ELECTRICAL BOND. NO.6 AWG
COPPER OR EQUAL IF METAL CONDUIT
ELECTRICAL BOND. NO.6 AWG
COPPER OR EQUAL IF METAL CONDUIT
PULL BOX - COMPOSITE
MINIMUM DIMENSIONS
TYPE 1 TYPE 2 TYPE 3
L
W
D
I D L
I D W
C L
C W
=
=
=
=
=
=
=
L
W
D
I D L
I D W
C L
C W
=
=
=
=
=
=
=
L
W
D
I D L
I D W
C L
C W
=
=
=
=
=
=
=
3"
23"
CONCRETE SIDEWALK OR ASPHALT
PULL BOX INSTALLED IN A SIDEWALK OR ASPHALT
STUB CONDUIT 4" TO 6"
ABOVE BOTTOM OF PULL BOX
1" CLEAN STONE
DRAINAGE NO HIGHER
THAN 2" INSIDE
BOTTOM OF PULL BOX
12"
12"
23"
CONCRETE PAD
PULL BOX INSTALLED IN DIRT
STUB CONDUIT 4" TO 6"
ABOVE BOTTOM OF PULL BOX
W
L
D
C
WCL
IDLID
W
20"
13"
12"
17"
10"
18"
11"
25"
15"
12"
21"
11"
23"
13"
32"
19"
12"
28"
15"
30"
17"
1" CLEAN STONE
DRAINAGE NO HIGHER
THAN 2" INSIDE
BOTTOM OF PULL BOX
CONDUIT IN PLACE
AS REQUIRED
CONDUIT IN PLACE
AS REQUIRED
12"
3"
PULL BOX-COMPOSITE
TYPE 1, 2 & 3
NOT TO SCALE
P:\19086_19th_Lincoln_Pedestrian_Crossing\CADD_C3D\PRODUCTION_DWG\19086_ELEC_PROD.dwg, E3-DETAILS, 9/28/2020 3:32:31 PM, nleone, 1:1AS-BUILT
07/19/2022
FOR CONSTRUCTIONFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONAND ADA ACCOMODATIONSTRAFFIC SIGNAL DETAILSSOUTH 19TH AVENUE & LINCOLN STREETNEW PEDESTRIAN HYBRID BEACONS (HAWK)BOZEMAN, MONTANAE1.4 JHS19086_ELEC_PROD.DWGCMK01/22/20PRELIMINARY REVIEW09/21/2009/28/20----FINAL REVIEWFOR CONSTRUCTION------1908635', 40' & 45'
MOUNTING
HEIGHT
COPPER GROUNDING
STRAP BETWEEN
ANCHOR BOLT,
CONDUIT (IF METAL)
AND BARE AWG NO.6
GROUND WIRE
CLASS STRUCTURE
CONCRETE
FOUNDATION
ANCHOR BOLT
PROTRUSION
5" TO 7 "
PEDESTRIAN
PUSH BUTTON
WHEN SPECIFIED
ARROW TO BE LEFT OR RIGHT,
OR BOTH AS REQUIRED.
5" x 7 34" ALUMINUM
SIGN, BLACK LETTERS
ON WHITE BACKGROUND.
BACK OF CASTING SHAPED TO
FIT CURVATURE OF POLE.
TERMINAL
COMPARTMENT
POLE
SHAFT
TYPE 2A TYPE 3A
2" SCHEDULE 40 A53 PIPE
(BREAK SHARP EDGES FOR
WIRE PROTECTION)
UPPER SHAFT
4" x 6 12"
HANDHOLE
AND COVER
PROVIDE A REMOVABLE
COVER PLATE WITH
EACH POLE SHAFT.
COVER PLATE DETAIL
IS REQUIRED.
2" SCHEDULE 40 A53 PIPE
(BREAK SHARP EDGES FOR
WIRE PROTECTION)
WELD HOOK TO POLE
SHAFT FOR SUPPORT
OF WIRE CLAMP
14" PLATE TOP,
BOTTOM AND SIDES
REMOVABLE
CAP
34" THREADED SCHEDULE 40
A53 PIPE (BREAK SHARP EDGES
FOR WIRE PROTECTION)
1 " SCHEDULE 40 A53 PIPE
(BREAK SHARP EDGES FOR
WIRE PROTECTION)
2" SCHEDULE 40 A53 PIPE
(BREAK SHARP EDGES
FOR WIRE PROTECTION)
2" SCHEDULE 40 A53 PIPE
(BREAK SHARP EDGES FOR
WIRE PROTECTION)
LUMINAIRE
MAST ARMFILLER
MATERIAL
38" PLATE TOP,
BOTTOM AND SIDES
REMOVABLE CAP
A
MIN.
LUMINAIRE ARM
MIN. 11 GAUGE
UPPER SHAFT
MIN.11 GAUGE
12' 6"
6"
10' 0"
19' 0"
3" THREADED SCHEDULE 40 A53 PIPE,
PROJECTING FROM SHAFT 2", WITH
REMOVABLE CAP. BREAK SHARP EDGES
FOR WIRE PROTECTION.7' 0"
4' 0"
2' 6"
2' 6" ± 1' 6"
*7
*3
*2
*1 2' 6"
3' 0"
*8 IS ELEVATION AT BOTTOM OF TRAF.
SIGNAL HEADS (FIELD MOUNTED)
*9 IS ELEVATION AT BOTTOM OF PED.
SIGNAL HEADS (FIELD MOUNTED)
*10 IS ELEVATION AT BOTTOM OF
CONTROLLER CABINET (BAND MOUNTED)
LOWER SHAFT
SIGNAL ARM
*3A
*3B
*3C
NO SCALE
L
FACE OF CURB
212" CLEARANCE
N
2' 0" MIN.
REBAR HOOPS SPACED
EQUALLY AT ABOUT
USE GRADE 60 REINFORCING STEEL1'-4 "L A P
3"
6"
3"
6"
2" BEVEL
3' 4"
2' 0"
K OF #4
1' 0" CENTERS
10 OF #6 REBAR
M LONG (TYP.)
EQUALLY SPACED
TABLE 3
MTG.PTS.
15'
A
TABLE 2
DESIGN WEIGHT
DESIGN AREA
135 LB.
MOUNTING POINTS
NIL
NIL 100 LB.
9.0 SQ.FT.9.0 SQ.FT.
105 LB.
3.3 SQ.FT.
210 LB.
3.0 SQ.FT.
200 LB.
TABLE 1
A B C D
SIGNAL ARMPOLE SHAFT
E F G H J
FOUNDATION
K L M N
20' & 25'
ANCHOR BOLTS
12.0 SQ.FT.
80 LB.
8.0 SQ.FT.4.72 SQ.FT.
50', 55' & 60'
* 1
SIGNAL
* 2
EMERG. VEHICLE
DETECTOR
* 7
LUMINAIRE
* 8
SIGNALS
* 9
PED. SIGNAL
* 10
CONTROLLER CAB.
30', 35', 40' & 45'
*1, *2 & *3
TYPE (A) LOWER SHAFT
TYPE (B) LOWER SHAFT
15', 20', 25', 30', 35', 40'
45', 50', 55', 60'
19" SQ.
21" SQ.
19"
21"
134" x 48"
2" x 48"
MIN.
BASE
DIA.
1312"
15"
MIN.
WALL
THICK.
516"
516"
22" SQ.
24" SQ.
23"
25"
112" - 6 UNC - 6" A325
112" - 6 UNC - 6" A325
*1, *1A, *2, *3, & *3A
12' 0"3' 0"
12' 0"4' 0"
77LB.
11' 6"
11' 6"
12
122"2"
TYPICAL SIGNAL MOUNTINGS
TERMINAL
COMPARTMENT
55'
60'
12.60'
12.60'
BASE SECTION END SECTION
SIGNAL ARM SLIP JOINT
SPAN LENGTH LENGTH
45.00'
50.00'
BASE SECTION WITH
FIELD DRILLED HOLE
FOR 58" BOLT
58"THRU
BOLT
END SECTION WITH
34" HOLE FOR 58"
BOLT
FIELD ASSEMBLED
TO ACHIEVE A SNUG
TIGHT JOINT (MIN.
OVERLAP NOT LESS
THAN 2.5 FT).
STANDARD
MAST ARM
MOUNTING
ELEVATOR PLUMBIZER
MAST ARM MOUNTING
USE PIPE BRACKETS TO MOUNT TRAFFIC AND
PEDESTRIAN SIGNALS TO THE POLE SHAFT UNLESS
OTHERWISE SHOWN ON THE PLANS.
TYPICAL FOUNDATION
NOTES
DESIGN STANDARDS IN ACCORDANCE WITH THE 2015 AASHTO LRFD SPECIFICATIONS
FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC
SIGNALS (AND ANY AMENDMENTS THERETO).
DESIGN PARAMETERS
DESIGN WIND VELOCITY 700 YEAR MRI BASIC WIND SPEED
FATIGUE CATEGORY 2
HEIGHT AND EXPOSURE FACTOR Kz
z = 16 FEET
ά = 9.5
zg = TAKEN AS 900 FEET FOR EXPOSURE C
DIRECTIONAL FACTOR Kd = 0.95, GUST FACTOR = 1.14 DRAG COEFFICIENTS
LFRD TABLE 3.8.7-1
NO ICE LOADS OR GALLOPING
DESIGN AREA = AREA WITH MAXIMUM WIND LOAD (WIND IS PERPENDICULAR
TO STANDARD, AS SHOWN).
DESIGN WEIGHT = DEAD LOAD.
DESIGN ALL TYPE (A) LOWER SHAFTS FOR A = 40' AND A MOUNTING HEIGHT OF 45'.
DESIGN ALL TYPE (B) LOWER SHAFTS FOR A = 60' AND A MOUNTING HEIGHT OF 45'.
PROVIDE ANCHOR BOLTS CONFORMING TO ASTM F1554 OR EQUAL. GALVANIZE AND
THREAD THE TOP END (12" MIN.).
CALL OUT WELDING PROCEDURES, SYMBOLS, BASE METAL SPECIFICATIONS AND
GRADES PRIOR TO FABRICATION OR APPROVAL.
GALVANIZE POLE SHAFTS, ARMS, AND ACCESSORIES PER ASTM A123. GALVANIZE
HARDWARE PER ASTM F2329.
DETAIL 4
DETAIL 5
CURB
SIGNAL
PEDESTRIAN PUSH
BUTTON SIGN
TYPICAL ORIENTATION FOR PIPE
BRACKET MOUNTED SIGNALS
SIGNAL STANDARD TYPE
DETAIL 3
45° (TYP.)
5
J
H
E
A36 PLATE
F
LOWER SHAFT
58"- 11 UNC - 212" A325 (TYP.)
(TYP.)G
CJP
DETAIL 1 SIGNAL ARM CONNECTION
UPPER SHAFT
A36 PLATE
A36 PLATE
45° (TYP.)
LOWER SHAFT
34" PLATE
13" SQ.
15"
34" PLATE
DETAIL 2 SHAFT TO SHAFT
DETAIL 6
114"
214"
34"- 10 UNC - 3" A325 (TYP.)
10"
1412"
1" PLATE
34" PLATE
7"
7"
912"
DETAIL 3 LUMINAIRE ARM CONNECTION
C
D
LOWER SHAFT
FOR GROUNDING
NOTE A HANDHOLE DETAIL
AND A NUT HOLDER
B
45° (TYP.)
A36 PLATE
DETAIL ARE REQUIRED.
HANDHOLE
AND COVER
SLOT = ANCHOR BOLT + 14" (TYP.)
18"
12" NUT HOLDER
CJP
4" x 8"
DETAIL 6 BASE
SIGNAL MAST ARM
2"
612"
1"
*2
*3, 3A ,3B ,3C
DETAIL 5 ARM TENONS
212"612"
*7
DETAIL 4 LUMINAIRE TENON
DETAIL 1 & 2
*1, *1A, *1B, *2, *3, *3A, & *3B *1, *1A, *1B, *1C, *2, *3, *3A, *3B, & *3C
*1B
*1A
*1C
*1, *1A, *1B, & *1C
3' 0"
3' 0"
3' 0"
12' 0"
12' 0"
15' 0"
*1A - *1C
SIGNAL
*3 - *3C
SIGN PANEL
2"
2"
2"2"
7 12" DIA. HOLE
IN BASE PLATE
WATCH FOR
VEHICLES
START CROSSING
DON'T START
FINISH CROSSING
IF STARTED
DON'T CROSS
TO CROSS
PUSH BUTTON
STEADY
FLASHING
2015 LRFD
TYPE 2A & 3A SIGNAL STANDARDS,
FOUNDATION DETAILS, AND
TYPICAL SIGNAL MOUNTINGS
HEIGHT MEASURED
FROM THE NEAREST
ACCESSIBLE SURFACE
P:\19086_19th_Lincoln_Pedestrian_Crossing\CADD_C3D\PRODUCTION_DWG\19086_ELEC_PROD.dwg, E4-DETAILS, 9/28/2020 3:32:36 PM, nleone, 1:1AS-BUILT
07/19/2022
FOR CONSTRUCTIONFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONAND ADA ACCOMODATIONSTRAFFIC SIGNAL DETAILSSOUTH 19TH AVENUE & LINCOLN STREETNEW PEDESTRIAN HYBRID BEACONS (HAWK)BOZEMAN, MONTANAE1.5 JHS19086_ELEC_PROD.DWGCMK01/22/20PRELIMINARY REVIEW09/21/2009/28/20----FINAL REVIEWFOR CONSTRUCTION------19086P:\19086_19th_Lincoln_Pedestrian_Crossing\CADD_C3D\PRODUCTION_DWG\19086_ELEC_PROD.dwg, E5-DETAILS, 9/28/2020 3:32:40 PM, nleone, 1:1AS-BUILT
07/19/2022
010SCALE: 0.10000220510FOR CONSTRUCTIONNORTH
FILE:
PROJECT NO:
CAD:
QUALITY ASSURANCE:
DRAWING HISTORY
DATE DESCRIPTION
AND ADA ACCOMODATIONS
SIGNAGE AND STRIPING PLAN
SOUTH 19TH AVENUE & LINCOLN STREET
NEW PEDESTRIAN HYBRID BEACONS (HAWK)
BOZEMAN, MONTANAS1.1JHS
19086_SIGNING_PROD.DWG
CMK
01/22/20 PRELIMINARY REVIEW
09/21/20
09/28/20
-
-
-
-
FINAL REVIEW
FOR CONSTRUCTION
-
-
-
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19086 ITEMESTIMATE OF QUANTITYITEM NO.UNIT ESTQUANTM64SQFT619010086SIGNS-ALUM REFL SHEET IV5EACH619010230REMOVE SIGN2GAL620010300CURB MARKING-YELLOW PAINT3GALWORDS AND SYMBOLS-WHITE THERMOPLASTIC4EACH619011179DELINEATOR-FLEX SURF MTD WH2EACH619011180DELINEATOR-FLEX SURF MTD YLW72LNFT620013955REMOVE PAVEMENT MARKINGS80.3LB619010340POSTS-TUBULAR STEEL-SQ-PERFP:\19086_19th_Lincoln_Pedestrian_Crossing\CADD_C3D\PRODUCTION_DWG\19086_SIGNING_PROD.dwg, S1-SIGNING PLAN, 9/28/2020 3:33:01 PM, nleone, 1:1
AS-BUILT07/19/2022